JPS63206520A - In-situ slope framing work using simple trapezoidal formwork - Google Patents

In-situ slope framing work using simple trapezoidal formwork

Info

Publication number
JPS63206520A
JPS63206520A JP4119687A JP4119687A JPS63206520A JP S63206520 A JPS63206520 A JP S63206520A JP 4119687 A JP4119687 A JP 4119687A JP 4119687 A JP4119687 A JP 4119687A JP S63206520 A JPS63206520 A JP S63206520A
Authority
JP
Japan
Prior art keywords
slope
formwork
simple trapezoidal
net
frame
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP4119687A
Other languages
Japanese (ja)
Other versions
JPH0453212B2 (en
Inventor
Yasuhiro Hoshisawa
星澤 保弘
Mitsuo Taniguchi
谷口 美津男
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nisshoku Corp
Original Assignee
Nisshoku Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nisshoku Corp filed Critical Nisshoku Corp
Priority to JP4119687A priority Critical patent/JPS63206520A/en
Publication of JPS63206520A publication Critical patent/JPS63206520A/en
Publication of JPH0453212B2 publication Critical patent/JPH0453212B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PURPOSE:To construct strong slope frames by a method in which simple trapezoidal formworks of comb-shaped sides and a netted ceiling are set in a grating from on a net laid on slope and cement mortar is sprayed onto them. CONSTITUTION:A metal net 4 is laid over the whole surface of slope 30, simple trapezoidal formworks 3 so comb-shaped sides and a netted ceiling are set in a grating form, and several reinforcing bars 5 are set. Cement mortar or concrete of a low slump value is sprayed into the formworks 3. Since the spraying width of the mortar can thus be made clear and reinforcing bars can be on the center, slope frame of high strength can be formed.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は施工簡易Iこして規格に合った強度のある現場
打ち法枠を形成することのできる法枠工法の発明(こ係
るものである。
[Detailed Description of the Invention] (Field of Industrial Application) The present invention is an invention of a method for constructing a cast-in-place frame that is easy to construct and has strength that meets standards. .

(従来の技術及びその問題点) 従来より法面(こクリンプラス、耐水性ダンボール、プ
ラスチック等の型枠を格子状に載置し、この型枠内に低
スランプのモルタル又はコンクリートを吹付けて現場打
ち格子枠を形成する法枠工法が契施され、各地で施工さ
れでいる。
(Conventional technology and its problems) Traditionally, slope surfaces (formwork made of Kokrin Plus, water-resistant cardboard, plastic, etc. are placed in a grid pattern, and low-slump mortar or concrete is sprayed into the formwork. The method of constructing a cast-in-place lattice frame has been contracted out and is being constructed in various locations.

ところがこれらの法枠工法は、型枠内に吹付けられたモ
ルタルあるいはコンクリートの飛散場所がない為、吹き
付けられたモルタル等は粟オコシ状となり強度に乏しい
法枠となり易い。
However, in these methods of construction, since there is no place for the sprayed mortar or concrete to scatter within the formwork, the sprayed mortar, etc. tends to become millet-like and result in a framework lacking in strength.

又、型枠の縦幅が広い為に、法面の凹凸に沿いにくいと
いう欠点も有していた。
In addition, because the vertical width of the formwork is wide, it has the disadvantage that it is difficult to follow the unevenness of the slope.

そこで本願出願人は、従来の現場打ち法枠工の欠点を解
決するものとして、先に特公昭58−20338号等に
おいて、法面に網状を張設し、その上に鉄筋を配筋し、
その上からモルタル等を吹付けて法枠を形成する方法を
提案し、現在まで(こ多くの実!1vあげてきた。
Therefore, in order to solve the drawbacks of the conventional cast-in-place method, the applicant previously proposed in Japanese Patent Publication No. 58-20338, etc., by placing a mesh on the slope and arranging reinforcing bars on top of it.
He proposed a method of forming a legal frame by spraying mortar etc. on top of it, and has produced many results to date.

ところがこの法枠工法にも以下のような欠点があった。However, this method of construction also had the following drawbacks.

モルタル等を吹付ける幅がはっきりしないと共に、裾決
めができないので、法枠の幅がまちまちとなり、法枠の
規格を満たす現場打ち法枠ができない。
The width of the mortar etc. to be sprayed is not clear and the hem cannot be determined, so the width of the frame varies, making it impossible to create a cast-in-place frame that meets the standards for the frame.

又、法面に直接金網を張設し、その上に鉄筋を配筋する
ものである為、法面に鉄筋がくっついてしまい、形成す
る膨出枠体の下部に鉄筋が位置することとなり、膨出枠
体の強度がでなかった。
In addition, since the wire mesh is stretched directly on the slope and the reinforcing bars are placed on top of it, the reinforcing bars will stick to the slope and will be located at the bottom of the bulging frame that will be formed. The strength of the bulging frame was not achieved.

そこで本発明者等は、上記した問題点を解決できる方法
につき種々検討した結果、法枠の幅を一定にできると同
時に鉄筋を膨出枠体の中心に位置させるようにするには
、台型簡易型枠を用いればよいとして本発明に到達した
。
Therefore, the inventors of the present invention investigated various methods to solve the above-mentioned problems, and found that in order to make the width of the horizontal frame constant and at the same time position the reinforcing bars at the center of the bulging frame body, the trapezoid shape was found. The present invention was achieved based on the idea that a simple formwork could be used.

(問題点を解決する為の手段) すなわち本発明は、法面に網状体を張設し、該網状体上
に網状体を貫通して法面(こ透き間の多い天井部と一対
の透き間の多い側部とからなり、前記側部は櫛歯状で下
端が自由端となっていることを特徴とする台型簡易型枠
を前記側部の自由端が下(こなるよう(こして格子状に
敷設し、敷設完了後前記台型簡易型枠部にモルタル又は
コンクリートを吹付けて格子状膨出枠体を形成すること
を特徴とする台型簡易型枠を使用する現場打ち法枠工法
である。
(Means for Solving the Problems) That is, the present invention provides a structure in which a net-like body is stretched on a slope surface, and a mesh body is passed through the net-like body on the slope surface (a ceiling part with many open spaces and a pair of open spaces). A simple trapezoidal formwork is used, which is characterized in that the side parts are comb-shaped and the lower end is the free end. A cast-in-place frame construction method using a simple trapezoidal formwork, characterized in that the simple trapezoidal formwork is laid in the form of a lattice-shaped bulging frame body by spraying mortar or concrete on the trapezoidal simple formwork after completion of the laying. It is.

以下本発明の構成を図面に暴き詳細に説明する第1図と
第2図は本発明lこ使用する台型簡易型枠(3)の実施
例を示す斜視図である。
1 and 2 are perspective views showing an embodiment of a simple trapezoidal form (3) used in the present invention.

この金型型枠は、透き間の多い天井部(1)と一対の透
き間の多い側部(2)とからなり、前記側部は櫛歯状で
下端が自由端(a)であり、端面形状は逆U字形である
。
This mold formwork consists of a ceiling part (1) with many open spaces and a pair of side parts (2) with many open spaces. is an inverted U-shape.

台型簡易型枠は材質として通常、鉄、銅、アルミニウム
等の金属線を用いるが、金属に限定されるものではない
。
The material for the simple trapezoidal formwork is usually metal wire such as iron, copper, or aluminum, but it is not limited to metal.

又、台型簡易型枠は側部に横筋(1))の少ないものほ
ど強度は弱いが、法面の凹凸には沿い易い次に施工方法
につき説明すると、まず法面(30)の全面(こ5〜6
cm目合の金網(4)を展開して、金網の法肩(こ当る
部分に掘り込みを入れてアンカーで固定し、又、他の部
分は1〜3m2に1ケ所程度アンカーのみあるいはアン
カーとスペーサーを併用しで張設しでいく。
In addition, the lower the horizontal stripes (1)) on the sides of the simple trapezoid formwork, the weaker the strength, but the easier it is to follow the unevenness of the slope. This 5-6
Unroll the wire mesh (4) with a width of 1.5 cm, and dig into the shoulder of the wire mesh (the part that touches) and fix it with anchors, and in other parts, anchor only or with anchors at about 1 place every 1 to 3 m2. Use spacers to tighten it.

以上の作業が完了したならば、幅10〜50cm、高さ
4〜10cm、長さ1〜5mの台型簡易型枠(3)を側
部の自由端が下になるようにして1〜2m角の格子状に
敷設していく。
Once the above work is completed, place a simple trapezoidal formwork (3) with a width of 10 to 50 cm, a height of 4 to 10 cm, and a length of 1 to 5 m for 1 to 2 m with the free end of the side facing down. Lay it out in a corner grid pattern.

この場合、台型簡易型枠を格子状に敷設していくうえで
、この交点となる部分は継ぎ合せる場合と、側部(こ横
筋のある場合は側部を台型簡易型枠の幅だけ切断し、横
筋のない場合はそのままで上面に広げて重ね合せる場合
とがあり、これらは番線等で結束し、ラスピン等で固定
して組立てていく。
In this case, when laying the simple trapezoidal formwork in a lattice pattern, the intersection points should be spliced and the sides (if there are horizontal stripes, the sides should be separated by the width of the simple trapezoidal formwork). If the pieces are cut and there are no horizontal stripes, they may be left as is and laid out on top of each other, and these are tied together with wire and fixed with lath pins, etc., and then assembled.

以上のように敷設された台型簡易型枠の上には通常1本
ないし数本の鉄筋(5)を載置する。
Usually, one or several reinforcing bars (5) are placed on the simple table-shaped formwork laid as described above.

以上の作業が完了したならば、台型簡易型枠部に低スラ
ンプのモルタル又はコンクリートを吹付けで幅10−5
0cm、高さ10〜50cmの格子状膨出枠体(6)を
形成し、法枠が完成する。
Once the above work is completed, spray low slump mortar or concrete onto the simple platform formwork to a width of 10-5mm.
A lattice-like bulging frame body (6) with a height of 10 to 50 cm and a height of 10 to 50 cm is formed to complete the legal frame.

尚、完成された法枠は地すべり防止の為のアンカーの梁
としでも十分適用できるもので、アンカーとの併用も行
われる。
The completed legal framework can also be used as an anchor beam to prevent landslides, and can also be used in combination with anchors.

(作用) このように形成した格子状膨出枠体を植生工の為の基礎
工として応用し、格子状膨出枠体内に植物種子、肥料、
有機質材、保水材、土壌改良材を混合したものを、動力
吹付機を用いて吹付は植生層を形成すれば、従来不可能
とされていた岩盤法面等tこも植生を導入することが可
能となり、法面の景観の向上及び植生の根茎等による法
面の恒久的安定に寄与するところが大きい。
(Function) The lattice-shaped bulging frame formed in this way is applied as a foundation work for vegetation construction, and plant seeds, fertilizers, etc.
By spraying a mixture of organic material, water retention material, and soil improvement material using a power sprayer to form a vegetation layer, it is possible to introduce vegetation on rock slopes, which was previously considered impossible. This greatly contributes to improving the landscape of the slope and permanently stabilizing the slope through the rhizomes of vegetation.

(発明の効果) 以上のように本発明は、法面に網状体を張設し、該網状
体上(こ網状体を貫通して法面に透き間の多い天井部と
一対の透き間の多い側部とがらなり、前記側部は櫛歯状
で下端が自由端となっていることを特徴とする台型簡易
型枠を、前記側部の自由端が下になるようにして格子状
に敷設し、敷設完了後前記台型簡易型枠部にモルタル又
はコンクリートを吹付けて、格子状膨出枠体を形成する
ことを特徴とする台型簡易型枠を使用する現場打ち法枠
工であるから、モルタル又はコンクリートを吹付ける幅
がはっきりし、法枠の規格を満す現場打ち法枠を形成す
ることが可能となった。
(Effects of the Invention) As described above, the present invention provides a structure in which a net-like body is stretched on a slope, and a ceiling portion with many open spaces (through the net-like body) and a pair of sides with many open spaces are provided on the slope surface. A simple trapezoidal formwork characterized in that the side portions are comb-shaped and the lower ends are free ends is laid in a grid pattern with the free ends of the side portions facing downward. , because it is a cast-in-place method of frame construction using a simple trapezoidal formwork, characterized in that after completion of laying, mortar or concrete is sprayed onto the simple trapezoidal formwork part to form a lattice-like bulging frame body. The width of spraying mortar or concrete has become clear, and it has become possible to form cast-in-place frames that meet the standards for frames.

又、鉄筋は、台型簡易型枠の上に載冒されるので、格子
状膨出枠体の中心位置に鉄筋が位置することとなり、強
度ある法枠が形成できる等の効果を奏するのである。
In addition, since the reinforcing bars are placed on top of the simple trapezoidal formwork, the reinforcing bars are located at the center of the lattice-like bulging frame, which has the effect of forming a strong legal frame. .

【図面の簡単な説明】[Brief explanation of the drawing]

第1図、第2図は台型簡易型枠を表わす斜視図。第3図
は格子状膨出枠体を法面に形成したところを表わす部分
断面図。 図中(1)は、透き間の多い天井部、(2)は透き間の
多い側部、(3)は台型簡易型枠、(4)は金網、(5
)は鉄筋、(6)は格子状膨出枠体、(30)は法面、
(a)は側部の自由端、(b)は側部の横筋である。
FIGS. 1 and 2 are perspective views showing a simple trapezoidal formwork. FIG. 3 is a partial cross-sectional view showing the lattice-shaped bulging frame formed on a slope. In the figure, (1) is the ceiling part with many open spaces, (2) is the side part with many open spaces, (3) is the simple platform formwork, (4) is the wire mesh, and (5) is the side part with many open spaces.
) is a reinforcing bar, (6) is a lattice-like bulging frame, (30) is a slope,
(a) shows the free end of the side, and (b) shows the transverse strip of the side.

Claims (1)

【特許請求の範囲】 法面に網状体を張設し、該網状体上に網状 体を貫通して法面に透き間の多い天井部と一対の透き間
の多い側部とからなり、前記側部は櫛歯状で下端が自由
端となっていることを特徴とする台型簡易型枠を前記側
部の自由端が下になるようにして格子状に敷設し、敷設
完了後前記台型簡易型枠部にモルタル又はコンクリート
を吹付けて、格子状膨出枠体を形成することを特徴とす
る台型簡易型枠を使用する現場打ち法枠工法。
[Scope of Claims] A net-like body is stretched over a slope, and the slope is made up of a ceiling portion that penetrates the net-like body and has many open spaces on the slope surface, and a pair of side parts that have many open spaces; A simple trapezoidal formwork characterized by a comb-like shape and a free end at the lower end is laid in a grid pattern with the free end of the side part facing downward, and after completion of the laying, the simple trapezoidal formwork is A cast-in-place frame construction method using a simple table-shaped formwork characterized by spraying mortar or concrete onto the formwork part to form a lattice-like bulging frame body.
JP4119687A 1987-02-23 1987-02-23 In-situ slope framing work using simple trapezoidal formwork Granted JPS63206520A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4119687A JPS63206520A (en) 1987-02-23 1987-02-23 In-situ slope framing work using simple trapezoidal formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4119687A JPS63206520A (en) 1987-02-23 1987-02-23 In-situ slope framing work using simple trapezoidal formwork

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP4639095A Division JP2599700B2 (en) 1995-02-10 1995-02-10 Cast-in-place method using simple trapezoid formwork

Publications (2)

Publication Number Publication Date
JPS63206520A true JPS63206520A (en) 1988-08-25
JPH0453212B2 JPH0453212B2 (en) 1992-08-26

Family

ID=12601665

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4119687A Granted JPS63206520A (en) 1987-02-23 1987-02-23 In-situ slope framing work using simple trapezoidal formwork

Country Status (1)

Country Link
JP (1) JPS63206520A (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6350941U (en) * 1986-09-22 1988-04-06
JPS63112540U (en) * 1987-01-12 1988-07-20

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6350941U (en) * 1986-09-22 1988-04-06
JPS63112540U (en) * 1987-01-12 1988-07-20

Also Published As

Publication number Publication date
JPH0453212B2 (en) 1992-08-26

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